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| Tender ID | 4767466 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Upgradation Of Main Road Leading Upto New District Hospital Under Cnt-machine Mix Laid With Paver. |
| Last Date For Submission | 10th Jul, 2026 |
| Opening Date | 11 Jul, 2026 |
| Document Cost | 800.00 |
|---|---|
| EMD | 38540.00 |
| Estimated Cost | 1927000.00 |
| City | Ganderbal |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Engagement of JCB for scrafying and clearing of Debriis, Malba, excavation of various works such as removal of surplus unhygenic material etc and disposal of same by engaging of lorry etc all complete as per directions of Engineer Incharge. | 2.00 | Hrs. |
| 2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 5.20 | Cum |
| 3 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications incl. all carriage etc complete. On BT surface @0.50kg/sqm. | 3400.00 | Sqm |
| 4 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge incl. carriage complete. 50 mm compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 34.00 | Cum |
| 5 | Providing and laying 40mm thick Dense Bituminous Concrete Grade using VG-10 Grade @ 5.5% (Percentage by weight of total mix) and lime filter @ 3% ( %age by weight of aggregate) prepared in batch type hot mix plant of 100-120 TPH Capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hotmix to work site by tippers, laying with paver, finisher, equipped with electronic censor to the required graded grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | 136.00 | Cum |
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